<abstract xmlns="http://www.w3.org/1999/xhtml">

<p>The performance of flexible pavements is significantly impacted by the permanent deformation (rutting) of asphalt pavements. The research aims was to evaluate the permanent deformation of asphalt mixtures under different conditions. To achieve this aim, 108 cylindrical specimens have been prepared and tested under repeated loading in uniaxial compression mode. Five factors were considered in this research. They include testing temperature, loading conditions (stress level and duration), and mixture properties (bitumen type and content). The permanent deformation is evaluated in term of the following parameters, permanent micro strain <italic>εp</italic>, resilient micro strain <italic>εr</italic>, initial permanent strain (intercept, <italic>a</italic>), accumulation rate of permanent deformation (slope, <italic>b</italic>), rate of decrease in permanent deformation <italic>α</italic> and constant of proportionality between permanent and elastic strains <italic>Mu</italic>. The test results showed that the <italic>εp</italic> and <italic>a</italic> are increased as the testing temperature increased. In addition, the <italic>εp</italic> value for load duration of 0.4 s is 1.64 times the value for 0.1 s. Finally, the findings showed that the resilient response of the material is comparatively more sensitive to bitumen content than the plastic response. Furthermore, the rutting resistance is highly affected by the variables considered in this research.</p>
</abstract>

The performance of flexible pavements is significantly impacted by the permanent deformation (rutting) of asphalt pavements. The research aims was to evaluate the permanent deformation of asphalt mixtures under different conditions. To achieve this aim, 108 cylindrical specimens have been prepared and tested under repeated loading in uniaxial compression mode. Five factors were considered in this research. They include testing temperature, loading conditions (stress level and duration), and mixture properties (bitumen type and content). The permanent deformation is evaluated in term of the following parameters, permanent micro strain εp, resilient micro strain εr, initial permanent strain (intercept, a), accumulation rate of permanent deformation (slope, b), rate of decrease in permanent deformation α and constant of proportionality between permanent and elastic strains Mu. The test results showed that the εp and a are increased as the testing temperature increased. In addition, the εp value for load duration of 0.4 s is 1.64 times the value for 0.1 s. Finally, the findings showed that the resilient response of the material is comparatively more sensitive to bitumen content than the plastic response. Furthermore, the rutting resistance is highly affected by the variables considered in this research.

Influence of Different Factors on Permanent Deformation of Hot Asphalt Concrete Mixtures

Department of Civil Engineering, College of Engineering

Civil and Environmental Engineering

This work is licensed under the Creative Commons Attribution 4.0 International License.

The performance of flexible pavements is significantly impacted by the permanent deformation (rutting) of asphalt pavements. The research aims was to evaluate...

Influence of Different Factors on Permanent Deformation of Hot Asphalt Concrete Mixtures

Pubblicato online: 19 dic 2023

Pagine: 555 - 567

DOI: https://doi.org/10.2478/cee-2023-0050

Parole chiave
Permanent deformation, Asphalt mixture, Resilient strain, Intercept, Slope

© 2023 Amjad H. Albayati et al., published by Sciendo

This work is licensed under the Creative Commons Attribution 4.0 International License.

Influence of Different Factors on Permanent Deformation of Hot Asphalt Concrete Mixtures

Pubblicato online: 19 dic 2023

Pagine: 555 - 567

DOI: https://doi.org/10.2478/cee-2023-0050

Parole chiavePermanent deformation, Asphalt mixture, Resilient strain, Intercept, Slope

© 2023 Amjad H. Albayati et al., published by Sciendo

This work is licensed under the Creative Commons Attribution 4.0 International License.

Parole chiave
Permanent deformation, Asphalt mixture, Resilient strain, Intercept, Slope